Tenders Are Invited For Renovation Of Municipal Road No. 111021D, Ul. Szkolna In Stróża (Damaged After The Flood In September 2024)

Renovation Of Municipal Road No. 111021D, Ul. Szkolna In The Town Of Stróża (Damaged After The Flood In September 2024).• Location: Mietków Commune, Town Of Stróża - Plot No. 336/1, 273/2, 273/1, 332/2, 332/1, 286 (Stróża District).• Codes Cpv: 45233140-2 (Roadworks), 45100000-8, 45220000-5, 45233000-9, 45233220-7.2. Completion Date• Completion Date: By December 15, 2026.• The Construction Site Will Be Handed Over Within 3 Days Of Signing The Contract, And The Works Will Begin Within 3 Days Of Handing Over The Area.3. Existing Conditionthe Public Road In Question (No. 111021D) Is Located In The Town Of Stróża, In The Lower Silesian Voivodeship, Wrocław County, Mietków Commune. It Has A Road With A Bituminous Surface, 3.50 To 4.00 M Wide, Which Was Destroyed By Flood In September 2024. There Are Farm Buildings Along The Road. The Elevation And Elevation Of The Road Are Adapted To The Adjacent Terrain. There Are Underground And Overhead Utilities In The Road Area.9Conservation Protection: Due To The Location Of The Investment In A Medieval Village, The Procedure For Obtaining A Final Decision From The Provincial Conservator Of Monuments (Based On A Previously Issued Opinion) And The Preparation Of The Required Rescue Archaeological Research Are In Progress.4. Material Scope And Technical Parameters• Road Class: Access | Traffic Category: Kr1 | Design Speed: 30 Km/H.• Section Length: ~706.10 M | Road Width: 3.30–4.00 M | Road Surface Made Of Bituminous Mass: ~3294.00 M² | Road Area Made Of Crushed Aggregate: ~548.00 M². • Slopes: Transverse Double-Sided Roads (Roof Slopes) 2%; Roadsides 4-6%.• Scope Of Work: Milling Of Existing Bituminous Layers And Cutting Of Existing Roadsides. Reinforcing The Subgrade And New Bituminous Layers Of The Road. Renovation Of The Road Surfaces Leading To The Property And The Ballast Section (Section No. 3). Construction Of 0.50 M Wide Aggregate Roadsides On Both Sides. Preparatory Works, Demolition, Surveying And Cleaning.5. Pavement Design• Roadway:Asphalt Concrete Roadway:1. Acs Asphalt Concrete Wearing Course (4 Cm Thick).2. Leveling Layer Of Acw Asphalt Concrete (5 Cm Thick).3. Profile Layer Of The Foundation With Crushed Stone 0/31.5 Mm (20 Cm Thick).4. Reinforcement Of The Existing Foundation With Cement-Stabilized Aggregate (30 Cm Thick; Load-Bearing Capacity Under The Aggregate Min. 100 Mpa, Compaction Index $I_S \Ge 1.00$). Roadway Made Of Crushed Aggregate (Section No. 3): 5. Crushed Stone Surface (10 Cm Thick).6. Profile Layer Of The Foundation With Crushed Stone 0/31.5 Mm (20 Cm Thick).7. Reinforcement Of The Existing Foundation With Cement-Stabilized Aggregate (30 Cm Thick). Access To The Property: 8. Broken Aggregate 0/31.5 Mm (10 Cm Thick) + Mechanically Stabilized Natural Aggregate (10 Cm Thick). Rounding The Edges With Circular Arcs Of Radius R = 3.0 Msides:9. Mechanically Stabilized Natural Aggregate / Aggregate Mixture 0/31.5 Mm (15 Cm Thick).10. Leveling Layer Of Acw Asphalt Concrete (5 Cm Thic